Page 356 - Mechanics Analysis Composite Materials
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Chapter 7.  Environmental. special loading, and manufacturing eflects   34I




                                 1

                                0.8

                                0.6

                                0.4

                                0.2

                                 0
                                   0   0.2   0.4   0.6   0.8   1
           Fig. 7.32.  Dependence of the tangent modulus normalized to its initial value on the number of cycles
           related to the ultimate number correspondingto fatigue failure under stress umsx= 120 MPa and R = -1
                                for f45"angle-ply carbon-epoxy laminate.
           laminates that sometimescan be hardly identified by visual examination. This type of
           the defect causesa dramatic reduction in the laminate compressivestrength and results
           in unexpected failure of the thin-walled composite structure due to microbucklingof
           fibers or local buckling of plies. As follows from Fig. 7.33 showing experimental
           results of  Verpoest  et  al.  (1989)  for  unidirectional and  fabric composite plates,
           impact can reduce material strength in compression by the factor of 5 and more.
             To  study  the  mechanism  of  material  interlaminar  delamination,  consider  a
           problem  of  wave  propagation  through  the  thickness  of  the  laminate  shown  in
           Fig. 7.34. The motion equation has the following well-known form


                                                                             (7.58)

           Here, u,  is the displacement in the z-direction, E,  is material modulus in the same
           direction depending, in the general case on z, and p is the material density. For the
           laminate  in  Fig. 7.34,  the  solution  of  Eq. (7.58)  should  satisfy  the  following
           boundary and initial conditions

               r&(Z  = 0,t) = -p(t),  az(z= h, t) = 0  ,                     (7.59)
                              au,
               uz(z,t = 0) = 0,  -(z  > 0,t = 0) = 0                         (7.60)
                               at
           in which

                                                                             (7.61)

           is the interlaminar normal stress.
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